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FORTE MEMBER REPORT PASSED Level, Roof: Drop Beam 1 piece(s)5 1/8"x 13 1/2" 24F-V4 DF Glulam Overall Length:22'1" p 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Bowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 5486 @ 2" 7623(3.50") Passed(72%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 4782 @ 1'5" 14057 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Pos Moment(Ft-Ibs) 29378 @ 11'1/2" 35261 Passed(83%) 1.15 1.0 D+1.0 S(AII Spans) Design Methodology:ASD Live Load DeFl.(in) 0.799 @ 11'1/2" 1.087 Passed(L/327) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load DeFl.(in) 1.323 @ 11'1/2" 1.450 Passed(L/197) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 22'1"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 22'1"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 0.98 that was calculated using length L=21'9". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 3.50" 2.52" 2173 3313 5486 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.52" 2173 3313 5486 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.1S) Comments 0-Self Weight(PLF) 0 to 22'1" N/A 16.8 -- 1-Uniform(PSF) 0 to 22'1"(Front) 12' 15.0 25.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ASUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Job Notes 10/15/2019 7:37:43 AM UTC Allen Rishel NKH Engineering ForteWEB v2.1,Engine:V7.3.2.309,Data: V7.2.0.2 (206)641-1733 allen@nkhengineering.com File Name: 19-103 Everett e I3 Page 2/E�